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Mining Technology and Mine Management

Application of CNN-LSTM Model in Slope Reliability Analysis

  • Guangxu RONG , 1 ,
  • Zongyang LI 2
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  • 1. School of Geology and Construction Engineering, Anhui Technical College of Industry and Economy, Hefei 230051, Anhui, China
  • 2. The First Institute of Hydrology and Engineering Geological Prospecting, Anhui Geological Prospecting Bureau, Bengbu 233000, Anhui, China

Received date: 2022-11-12

  Revised date: 2023-02-03

  Online published: 2023-09-20

Abstract

When the traditional limit equilibrium method is used for slope reliability analysis,because of the performance function is implicit and the form is complicated,the iterative process of solving the function becomes complicated and the computational efficiency is low.Aiming at the above problems,a CNN-LSTM model method was proposed.The principle of this method is to first extract the data features by using convolutional neural network(CNN),and then predict the slope failure probability by using short and long time memory network(LSTM).On the basis of fully considering the value range of the CNN-LSTM model’s hyperparameters,the five-factor and four-level orthogonal test table was used to design the hyperparameters.Finally,the convolutional output dimension of the first layer and the second layer of the CNN network architecture in the CNN-LSTM model were determined to be 64 and 8 respectively.Dropout ratio is 0.5,the number of the first layer of the LSTM structure is 5 units and the number of the second layer of hidden layers is 20 units,respectively.The 420 slope sample data collected from central and western regions of China were used to train the model according to the ratio of 7∶3 between the training set and the verification set,and the optimal parameters of the CNN-LSTM model were obtained. Finally,Yanshanji landslide was taken as an example to illustrate the feasibility of the model method.The CNN-LSTM model was compared with Monte Carlo method(MCS),response surface method,single CNN,LSTM model and multiple linear regression model in terms of computational efficiency and failure probability prediction.The results show that:(1)When the MCS sampling times is 10 000,compared with the traditional MCS,although the CNN-LSTM model has a relative error of 4.35% in predicting the slope failure probability,in terms of computational efficiency,the CNN-LSTM model takes 45.28 s and the MCS takes 119 s,so the CNN-LSTM model increases the efficiency nearly 2 times.(2)When the single CNN model and LSTM model both adopt two-layer architecture,although the number of parameters of the CNN-LSTM model is not optimal,it has excellent performance in terms of calculation time and prediction accuracy of failure probability due to the small overfitting risk of the model.Compared with the multiple linear regression model,the relative error of CNN-LSTM prediction is 4.35%,and that of multiple linear regression is 34.78%.Through the above two points,the CNN-LSTM model can well complete the analysis of slope reliability,and avoid solving the implicit performance function,and the work efficiency is high.

Cite this article

Guangxu RONG , Zongyang LI . Application of CNN-LSTM Model in Slope Reliability Analysis[J]. Gold Science and Technology, 2023 , 31(4) : 613 -623 . DOI: 10.11872/j.issn.1005-2518.2023.04.171

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http://www.goldsci.ac.cn/article/2023/1005-2518/1005-2518-2023-31-4-613.shtml

Ahmed R Sreeram V Mishra Y,et al,2020.A review and evaluation of the state of the art in PV solar power forecasting:Techniques and optimization[J].Renewable and Sustainable Energy Reviews,124:109792.

An Zhengming Fang Zhengfeng Zhou Xingtong,et al,2022.Reliability analysis of the slope stability of the soil disposal area in a mountainous highway construction[J].Soil Engineering and Foundation36(4):626-629.

Bisharad D Laskar R H2019.Music genre recognition using convolutional recurrent neural network architecture[J].Expert Systems36(4):e12429.

Chen K Zhou Y Dai F2015.A LSTM-based method for stock returns prediction:A case study of China stock market[C]//IEEE International Conference on Big Data.Santa Clara:IEEE.

Chen T Xu R He Y,et al,2017.Improving sentiment analysis via sentence type classification using BiLSTM-CRF and CNN[J].Expert Systems with Applications,72:221-230.

Das S K Biswal R K Sivakugan N,et al,2011.Classification of slopes and prediction of factor of safety using differential evolution neural networks[J].Environmental Earth Sciences64(1):201-210.

Devesa R Moldes A Diaz-Fierros F,et al,2007.Extraction study of algal pigments in river bed sediments by applying factorial designs[J].Talanta72(4):1546-1551.

Diederik P K Jimmy B2016.Adam:A method for stochastic optimization[C]//The 4th International Conference on Learning Representations(ICLR),2016.San Juan,Puerto Rico:International Machine Learning Society.

Duan Nan Xue Huimin Pan Yue2002.A method for determining the number realizations in the calculation of reliability by Monte Carlo simulation method[J].Coal Mine Machinery,(3):13-14.

Graves A Jaitly N Mohamed A2013.Hybrid speech recognition with deep bidirectional LSTM[C]//2013 IEEE Workshop on Automatic Speech Recognition and Understanding.Xi’an:IEEE: 273-278.

Huang Zhuotao2022.Reliability Analysis of Heterogeneous Reservoir Slopes Using Machine Learning Algorithms[D].Nanchang:Nanchang University.

Ji Jian Jiang Zhen Yin Xin,et al,2022.Slope reliability analysis based on deep learning of digital images of random fields using CNN[J].Chinese Journal of Geotechnical Engineering44(8):1463-1473.

Jiang Shuihua Li Dianqing Zhou Chuangbing2013.Non-intrusive stochastic finite element method for slope reliability analysis based on Latin hypercube sampling[J].Chinese Journal of Geotechnical Engineering35(Supp.2):70-76.

Liu C Hou W Liu D2017.Foreign exchange rates forecasting with convolutional neural network[J].Neural Processing Letters46(2):1095-1119.

Liu Y Zhao Z Zhang S,et al,2020.Identification of abnormal processes with spatial-temporal data using convolutional neural networks[J].Processes8(1):73-91.

Niu Caoyuan Wang Lehua Xu Xiaoliang2017.Study on impact from statistical characteristics of soil mass shear strength parameters on slope reliability[J].Water Resources and Hydropower Engineering48(12):195-198,206.

Pedregosa F Varoquaux G,et al,2011.Scikit-learn:Machine learning in python[J].Journal of Machine Learn Research,12:2825-2830.

Rawat W Wang Z2017.Deep convolutional neural networks for image classification:A comprehensive review[J].Neural Computer29(9):2352-2449.

Rong Guangxu Peng Yan Tian Kai2021.Application of ABAQUS finite element strength reduction program based on Python in slope stability analysis[J].Journal of North University of China(Natural Science Edition)42(4):332-339.

Shu Suxun Gong Wenhui2014.Fuzz random reliability analysis of slopes considering spatial variability of soil parameters[J].Huazhong University of Science and Technology(Natural Science Edition)42(9):93-97.

Suman S Khan S Z Das S K,et al,2016.Slope stability analysis using artificial intelligence techniques[J].Natural Hazards84(2):727-748.

Sun X Li C Ren F2016.Sentiment analysis for Chinese microblog based on deep neural networks with convolutional extension features[J].Neurocomputing,210:227-236.

Wan H B Lan W G Wong M K,et al,1994.Orthogonal array designs for the optimization of liquid chromatographic analysis of pesticides[J].Analytica Chimica Acta289(3):371-380.

Wang Chaoyang Li Limin Wen Zongzhou,et al,2022.Dynamic prediction of landslide displacement based on time series and CNN-LSTM[J].Foreign Electronic Measurement Technology41(3):1-8.

Wang Z Z Goh S G2021.Novel approach to efficient slope reliability analysis in spatially variable soils[J].Engineering Geology,281:105989.

Xie Xiudong Fang Jianrui Fan Wei,et al,2008.Research on analysis of slope stability based on reliability theory[J].Journal of Natural Disasters17(2):110-115.

Xu Xiaoyuan Wang Han Yan Zheng,et al,2021.Overview of power system uncertainty and its solutions under energy transition[J].Automation of Electric Power Systems45(16):2-13.

Xue X2017.Prediction of slope stability based on hybrid PSO and LSSVM[J].Journal of Computing in Civil Engineering31(1):04016041.

Yang L Q Li P C Fan S J2008.The extraction of pigments from fresh Laminaria japonica[J].Chinese Journal of Oceanology and Limnology26(2):193-196.

Zong Guangchang2021.Study on Slope Displacement Prediction Based on Conv-LSTM[D].Shijiazhuang:Shijiazhuang Tiedao University.

安正明,方正峰,周兴彤,等,2022.山区高速公路弃渣场边坡稳定性可靠度分析[J].土工基础36(4):626-629.

段楠,薛会民,潘越,2002.用蒙特卡洛法计算可靠度时模拟次数的选择[J].煤矿机械,(3):13-14.

黄卓涛,2022.基于机器学习算法的非均质水库边坡可靠度分析[D].南昌:南昌大学.

姬建,姜振,殷鑫,等,2022.边坡随机场数字图像特征CNN深度学习及可靠度分析[J].岩土工程学报44(8):1463-1473.

蒋水华,李典庆,周创兵,2013.基于拉丁超立方抽样的边坡可靠度分析非侵入式随机有限元法[J].岩土工程学报35(增2):70-76.

牛草原,王乐华,许晓亮,2017.土体抗剪强度参数统计特性对边坡可靠性影响研究[J].水利水电技术48(12):195-198,206.

荣光旭,彭艳,田凯,2021.基于Python的ABAQUS有限元强度折减法程序在边坡稳定性分析中的应用[J].中北大学学报(自然科学版)42(4):332-339.

舒苏荀,龚文惠,2014.考虑参数空间变异性的边坡模糊随机可靠度分析[J].华中科技大学学报(自然科学版)42(9):93-97.

王朝阳,李丽敏,温宗周,等,2022.基于时间序列和CNN-LSTM的滑坡位移动态预测[J].国外电子测量技术41(3):1-8.

谢秀栋,方建瑞,范炜,等,2008.基于可靠度理论的边坡稳定性分析研究[J].自然灾害学报17(2):110-115.

徐潇源,王晗,严正,等,2021.能源转型背景下电力系统不确定性及应对方法综述[J].电力系统自动化45(16):2-13.

宗广昌,2021.基于Conv-LSTM的边坡位移预测研究[D].石家庄:石家庄铁道大学.

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